STRUCTURE-20000-005.pdf

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2

2

   0    7  .    7    1

EXISTINGBRIDGE 5. 27

5.10

4.20

4. 20

4.20

4.20

4.20

4.20

4.20

4.20

4.20

5.10

4.50

EXISTINGBRIDGE

4.50

4.47

5.10

4. 20

4.20

4. 20

4.20

4.20

4.20

5.30

5.33

4.60

CENTER LINE 8.50

3.00

EXISTINGBRIDGE PIER

EXISTINGBRIDGE PIER

3.00

15.57

   0    8  .    0

CROSS FALL

 0   . 1  

 0   . 1  

 5  

 0   .  8    0  

10. 00

10.00    0    1  .    0    2

DECK OPENING

CROSS FALL

 5  

DECK OPENING OP ENING

1

1

EXISTINGABUTME NT

EXISTINGABUTMENT

BEAMS BEAMS

PROPOSED BRIDGE

NEW ABUTMENT PLEASE SEE SE E NOT FOR CONNECTION.

MODIFIED MODIFIED EXISTINGWALL

     

PROVEMENT DESIGN INDUSTRIAL INTERCHANGE IM PROVEMENT SCALE 1:250

1

2

      t      n      e      m       t      u       b

      t      n      e      m       t      u       b       A

CL ofPier 

      A

REV. NO.

DATE

DESCRIPTION

 APPR.

  

Public Works Authority     

    P.O.Box 22188

   E    V    O   e    B   c   n    A   a    E   r   a    G   e    I    D    l    C    R    V    B    )    G   n    i    N    M   I    (    T    0    S    I    0  .    X    6    E    O    T

ExistingBridge Pier  Deck Barrier 

Barrier  SteelBeam

FRL

Parapet

Tel. : (0974) 44950000 Fax. : (0974)44950999 www.ashghal.gov.qa

ExistingBridge Pier 

  e   c   n   a   r   a   e    l    C    V    )   n    i    M    ( Barrier     0    0  .    6

 Deck

Barrier

Barrier 

SteelBeam

Parapet

ExistingBridge Pier 

IA

INFRASTRUCTURE AFFAIRS Barrier

 

ROADS DESIGN DEPARTMENT

RRL

1.50

QatarDeservesThe Best

             

PROJECT

  

~ 2.20

DeckOpening 1.60

0. 90

3.00

10.95

Shoulder

ExistingRetaining Wall withvariable height

3 La Lanes Ca Carriageway

CrashBarrier  CrashBarrier 

4.4% 4.4%

1.20

3.30

Shoulder 

PGL

3. 50

10.95

3.00

Shoulder

3 La Lanes Carriageway

Shoulder 

PGL

  e   c   n   a   r   a   e    l    C 1.50    V    )   n 0.90    i    M    (    0    0  .    6

C.J

4.50 6.00

SECTION B-B

ExistingRetaining Wall withvariable height

4. 50

4.47

4.50

 _~ 15.57 ConcreteBarrier 

Carriageway

Carriageway PGL

C.J

5.10

Design & Construction of  Industrial and Mubaireek Interchanges

4.20

3.00

PROJECT CODE

Carriageway

1.00

REFERENCE DESIGN GENERAL LAYOUT & SECTIONS

   5    7  .    1

6.00

IA 2018 C 075 G

TITLE

C.J

C.J

   5    7  .    1

10.20 3.00

Crash Barrier 

 4.4%  4.4%

C.J C.J C.J

8.40

  e   c   n   a   r   a   e    l    C    V    )   n    i    M    (    0    0  .    6

SECTION C-C DESIGNED

SD

STATUS

CHECKED

HYL

 APPROVAL  AA

SCALE 1:100

FORTENDER